UTCB |

Limba:
Română
- English

Piles-general Reports, Basic Theories, Measurements and a Case Record of Buckling

Tipul înregistrării:	Text tipărit: monografic
Autor:	Broms, Bengt
Autor:	Fellenius, Bengt H.
Autor:	Massarsch, Rainer
Responsabilitate:	Settlements of Pile Groups / Bengt Broms
Responsabilitate secundară:	Stability of Flexible Structure ( Piles and Pile Groups ) / Bengt Broms Buckling of Piles due to Lateral Soil Movements : Discussion / Bengt Fellenius Bending of Piles determinated by Inclinometer Measurements / Bengt Fellenius Precast Concrete Piles : State of Art Report / Bengt Fellenius Die Anwendung der Åhnlichkeitstheorie in der Geotechnik = Dimensional Analysis and Similarity Theory in Soil Mechanics / Rainer Massarsch
Editura:	Swedish Geotechnical Institute
Locul publicării:	Stockholm
Anul Ediției:	1973
Descriere:	134p. : fig.
Note:	Piloţi. Referate generale, teorii fundamentale, măsurări şi referat asupra unui caz de flambaj
Limba:	Engleză
Subiect:	58
Cota topografică:	UTCB - 624.154/P 65
Clasificare:	539.4
Clasificare:	624.046
Clasificare:	624.154
Clasificare:	624.154:539.4:624.046
Note conţinut (cuprins):	Piloţi. Referate generale, teorii fundamentale, măsurări şi referat asupra unui caz de flambaj

UTCB - 624.154/P 65
; BROMS, Bengt; FELLENIUS, Bengt H.; MASSARSCH, Rainer

Piles-general Reports, Basic Theories, Measurements and a Case Record of Buckling / Settlements of Pile Groups / Bengt Broms; Stability of Flexible Structure ( Piles and Pile Groups ) / Bengt Broms; Buckling of Piles due to Lateral Soil Movements : Discussion / Bengt Fellenius; Bending of Piles determinated by Inclinometer Measurements / Bengt Fellenius; Precast Concrete Piles : State of Art Report / Bengt Fellenius; Die Anwendung der Åhnlichkeitstheorie in der Geotechnik = Dimensional Analysis and Similarity Theory in Soil Mechanics / Rainer Massarsch.- Stockholm : Swedish Geotechnical Institute, 1973
134p. : fig.
Piloţi. Referate generale, teorii fundamentale, măsurări şi referat asupra unui caz de flambaj
Piloţi. Referate generale, teorii fundamentale, măsurări şi referat asupra unui caz de flambaj.
: 0.01

Broms, Bengt
Fellenius, Bengt H.
Massarsch, Rainer

539.4
624.046
624.154
624.154:539.4:624.046

LDR:01896nam# 2200289## 001 69598
009 ubfixit050.016 Piles-general Reports, Basic Theories, Measurements and a Case Record of Buckling\\1973\
010 $d 0.01
100 $a 20220428u########m##u0rumy50######ba
101 $a eng
200 $a Piles-general Reports, Basic Theories, Measurements and a Case Record of Buckling $f Settlements of Pile Groups / Bengt Broms $g Stability of Flexible Structure ( Piles and Pile Groups ) / Bengt Broms $g Buckling of Piles due to Lateral Soil Movements : Discussion / Bengt Fellenius $g Bending of Piles determinated by Inclinometer Measurements / Bengt Fellenius $g Precast Concrete Piles : State of Art Report / Bengt Fellenius $g Die Anwendung der Åhnlichkeitstheorie in der Geotechnik = Dimensional Analysis and Similarity Theory in Soil Mechanics / Rainer Massarsch
210 $a Stockholm $L s5360 $c Swedish Geotechnical Institute $d 1973
215 $a 134p. $c fig.
300 $a Piloţi. Referate generale, teorii fundamentale, măsurări şi referat asupra unui caz de flambaj
327 $a Piloţi. Referate generale, teorii fundamentale, măsurări şi referat asupra unui caz de flambaj
517 $a ‰NSB‰Die ‰NSE‰Anwendung der Åhnlichkeitstheorie in der Geotechnik = Dimensional Analysis and Similarity Theory in Soil Mechanics / Rainer Massarsch
517 $a Bending of Piles determinated by Inclinometer Measurements / Bengt Fellenius
517 $a Buckling of Piles due to Lateral Soil Movements : Discussion / Bengt Fellenius
517 $a Precast Concrete Piles : State of Art Report / Bengt Fellenius
517 $a Settlements of Pile Groups / Bengt Broms
517 $a Stability of Flexible Structure ( Piles and Pile Groups ) / Bengt Broms
608 $3 111073 $a 58
675 $a 539.4
675 $a 624.046
675 $a 624.154
675 $a 624.154:539.4:624.046
679 $d 50/54
701 $3 9946 $4 070 $a Broms $b Bengt
701 $3 23514 $4 070 $a Fellenius $b Bengt H.
701 $3 45942 $4 070 $a Massarsch $b Rainer
801 0 $a RO $b UTCB $c 20220428 $2 unimarc
852 $j UTCB - 624.154/P 65